Wight Deflection High=10in 5 N 10 3.5 20 7 Width=1 in 40 16 20 9.9 10 Depth=5in 4 2 Calculation: Consider a block of rubber of length (L), height (h) and thickness(t). If a force (F) is applied downwards at a the supper surface of the slab will be deflected by (d). Area under shear stress = L.t (m) Shear stress F/L.t (N/m?) When force F(N)=mass(Kg)*acceleration (m/sec) Neglecting any displacement due to bending which is very small the whole of the displacement due to shearing. The shear strain is equal to the angle expressed in radians. tan = because o is small tan d- Modulus of Rigidity =G shear stress G= shear strain F F.h dLt-d Not the modulus of rigidity is some times expressed as G or N Mass on Hanger M (Kg) Deformation Force(N) d (mm) Modulus of Rigidity Shear Shear M*g stress strain

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Chapter1: Tension, Compression, And Shear
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Wight Deflection
5 N
High=10in
10
3.5
20
7
Width=1 in
40
16
20
9.9
10
6
Depth=5in
4
Calculation:
Consider a block of rubber of length (L), height (h) and thickness(t).
If a force (F) is applied downwards at a the supper surface of the slab will be deflected by (d).
Area under shear stress = Lt (m)
Shear stress = F/L.t (N/m)
When force F(N)=mass(Kg)*acceleration (m /sec")
Neglecting any displacement due to bending which is very small the whole of the
displacement due to shearing. The shear strain is equal to the angle expressed in radians.
tan ø =
because o is small
tano=
Modulus of Rigidity =G
shear stress
G
shear strain
F
F.h
d
Lt-d
Not the modulus of rigidity is some times expressed as G or N
Deformation
Force(N)
M*g
Mass on
Shear
Shear
Modulus of
d (mm)
Hanger M
(Kg)
stress
strain
Rigidity
Transcribed Image Text:Wight Deflection 5 N High=10in 10 3.5 20 7 Width=1 in 40 16 20 9.9 10 6 Depth=5in 4 Calculation: Consider a block of rubber of length (L), height (h) and thickness(t). If a force (F) is applied downwards at a the supper surface of the slab will be deflected by (d). Area under shear stress = Lt (m) Shear stress = F/L.t (N/m) When force F(N)=mass(Kg)*acceleration (m /sec") Neglecting any displacement due to bending which is very small the whole of the displacement due to shearing. The shear strain is equal to the angle expressed in radians. tan ø = because o is small tano= Modulus of Rigidity =G shear stress G shear strain F F.h d Lt-d Not the modulus of rigidity is some times expressed as G or N Deformation Force(N) M*g Mass on Shear Shear Modulus of d (mm) Hanger M (Kg) stress strain Rigidity
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